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Home My WebLink AboutL_Legal Documents_210310_v1.pdfa HE LE ' ` EXCEPTIONS CONTINUE 0 i SCHEDULEWEXCEPTIONS CONTINUED 1---, # , EASEMENT •` AFN 60564 S8904212311E (A LIMITS S PUBLIC UTILITY EASEMENT AFN 8702250475 SCHEDULE'13' PUBLIC EASEMENTUTILITY AFN 9103110843 ._ _i 4 PERTAINS TO A LEASE AND THE TERMS, COVENANTS, CONDITION AND PROVISIONS THEREIN AND IS NOT ABLE TO BE PLOTTED ON THE SURVEY. i SCHEDULEWEXCEPTIONS CONTINUED Ell � ll I PERTAINS TO A SUBORDINATION, NONDISTURBANCE AND ATTORNMENT AGREEMENT AND IS T ABLE TO a► PLOTTED THE ti PERTAINS TO AN ESTOPPEL CERTIFICATE AND IS NOT ABLE TO BE P.OTTED ON THE ,"` PERTAINS s ,,k, .. , A UNRECORDED OftD LEASE AND THE TERMS, i; . 261 COVENANTS, CONDITIONS AND PROVISIONS THEREIN AND IS NOT F ABLE TO BE PLOTTED ON THE SURVEY. i STANDARD -COMPANY �=- AND E NOT ABLE TO B PLOTTED THE SURVEY. RECORD OF SURVEY FOR., CPSRTA / A SURVEYPARCEL NOS. ! 00 , R`, O0 R O0, R . CITYOFRENTON, KING COUNTY, WASHINGTON SCHEDULEWEXCEPTIONS CONTINUED 1---, # , EASEMENT •` AFN 60564 S8904212311E (A LIMITS S PUBLIC UTILITY EASEMENT AFN 8702250475 SCHEDULE'13' PUBLIC EASEMENTUTILITY AFN 9103110843 ._ _i 4 PERTAINS TO A LEASE AND THE TERMS, COVENANTS, CONDITION AND PROVISIONS THEREIN AND IS NOT ABLE TO BE PLOTTED ON THE SURVEY. i SCHEDULEWEXCEPTIONS CONTINUED Ell � ll I PERTAINS TO A SUBORDINATION, NONDISTURBANCE AND ATTORNMENT AGREEMENT AND IS T ABLE TO a► PLOTTED THE ti PERTAINS TO AN ESTOPPEL CERTIFICATE AND IS NOT ABLE TO BE P.OTTED ON THE ,"` PERTAINS s ,,k, .. , A UNRECORDED OftD LEASE AND THE TERMS, i; . 261 COVENANTS, CONDITIONS AND PROVISIONS THEREIN AND IS NOT F ABLE TO BE PLOTTED ON THE SURVEY. i STANDARD -COMPANY �=- AND E NOT ABLE TO B PLOTTED THE SURVEY. RECORD OF SURVEY FOR., CPSRTA / A SURVEYPARCEL NOS. ! 00 , R`, O0 R O0, R . CITYOFRENTON, KING COUNTY, WASHINGTON c j CABINET VALVEWATER POST INDICATOR k ' O_ VAULT TELEPHONE ,s STORM DRAIN CLEANOUT CABLE TV VAULT STORM DRAIN YARD DRAIN INI CABLE TV JUNCTIONBOX 0 STORM DRAIN CATCH BASIN @ STORM DRAIN MANHOLE Aw . . 11 A w _ EXCEPTION NUMBER AC ASPHALTIC CONCRETE N'LY NORTHERLY AFN AUDITOR'S FILE NUMBER PL PROPERTY LINE AVE AVENUE POB POINT OF BEGINNING SLDG BUILDING PROP PROPERTY CL CENTERLINE RIGHT OF WAY CONC CONCRETE (R##) REFERENCE SURVEY COR CORNER S SOUTH CPSRTA CENTRAL PU ET" SOUND SD STORM IN REGIONAL TRANSIT S`LY SOUTHERLY AUTHORITY SQ SQUARE DI DUCTILE IRON T C TOP SACK CURS E EAST TYP TYPICAL FLY EASTERLY W WIDE OR WEST EXTR EXTRUDED / WITH FT" FEET" WA WASHINGTON FND FOUND WL WATER LINE GR GRAVEL WILY WESTERLY HIGH WSDOT WASHINGTON H/C HANDICAPPED STATE HWY HIGHWAY DEPARTMENT OF L LENGTH OR LONG TRANSPORTATION LLC LIMITED LIABILITY COMPANY 0 DIAMETER LS LICENSED SURVEYOR L/S LANDSCAPING () MEASURED NCS MONUMENT IN CASE MNPK MONUMENT PK NAIL NSPK MONUMENT SPIKE MPH MILES PER HOUR N NORTH FOUND NE COR. SEC. 19, T. 23 N., R. 5 E., 39-42°23" (M) 2661.32` (M,R) •: " DIA. BRASS DISC W/ PUNCH 13 N6 °50-24-W (R1, ) STAMPED 2000 PLS 1766 SET I CASE 19 � 482.40° (I�) ....�..�..�. -- -~ 396.01 1 () FOUND N. 1/4 COR. SEC. 395.93' (R1) 19, T. 23 N., R. 5 E., W.M.: 3" DIA. BRASS DISC W/ �o 1733.3 Ak 1783.40 PUNCH STAMPED 2010 � PLS 3301 SET IN CASE WALKERS RENTON MAZDAro ADDRESS: 720 RAINIER AVE. S., RENTO , WA 96057 CURRENT OWNER. DC INVESTMENTS LLC PARCEL ## 1923059031 ZONING. CA -COMMERCIAL ARTERIAL AY A 1 770 i's, CAR PROS RENTON HONDA CURRENT OWNER: RENTON PROPERTY HOLDING LLC ZONING: CA-CqMMERCIAL ARTERIAL LEAD PLUG 0.6'BELOW GRADE 1,► f j PORTION OF OF # RECORD OF SURVEY FOR: CPSRTA �U -.� _ CITYOFRENTON KING COUNTY. WASHINGTON a MUM �< I WN01111111 IN CENTER OF f r OF PL CONCRETE FOR CUTOFF FENCE POST 0.4S'LY OF PL 11 0,11 ANGLE POINT IN BACK OF CURB IS 0.3'WLY OF PL CENTER OF LIGHT PULL ter'. *., ` END OF CURB FACE ATBACK OF t A TOTAL OF 18 CONC WHEEL STOPS VARY BETWEEN 2.4' EAST EDGE OF CONC. PAD FOR F/H IS 4'E'LY OF PL AND 4,2N'LY OF PL CENTER OF FIRE HYDRANT IS.0.4W'LY OF PL CONCRETE FOR CUTOFF FENCE POST 0.3SLY OF PL ANGLE POINT IN CURB FACE IS 0.2'W'LY OF PL SOUTH EDGE OF TV VAULT IS 1.9'N'LY OF PL CENTER OF CATCH BASIN IS 0.9 E'LY OF PL CONCRETE FOR CUTOFF FENCE POST 0.3'S'LY OF PL ANGLE POINT IN BACK OF WALK IS 1.6'W'LY OF PL CENTER OF CATCH BASIN 2.6SLY OF PL ANGLE POINT IN BACK OF WALK IS 3.5'W'LY OF PL C ONCRETE FOOTING FOR LIGHT STANDARD 1.9'N'LY OF PL. . . r, , BACK is POINT ANGLE s _ -0.1'SLY OF CONCRETE R CUTOFF FENCE POST V ANGLE POINT IN CURB FACE IS 5.3'W'LY OF PL G CONCRETE POINT IN CURB FACE IS 2.6'WLY OF PL _ ] CONCRETE FOR CUTOFFANGLE 17 CONCRETE FOR CUTOFF FENCE POST 2.3' S'LY OF PL 9 CONCRETE FOR. CUTOFF FENCE POST 1.0' S'LY OF PL 20 EN® OF CHAIN LINK FENCE 0.4' N'LY OF PL 21 ENS OF CHAIN LINK FENCE 0.6' N'LY OF PL 22 ANGLE POINT OF ASPHALT IS 0.4' N'LY OF PL 23 END OF 0.55' WWICE CURB IS 0.6' N'LY OF PL 24 CENTER OF WATER. VALVE IS ON PL 25 CENTER OF WATER VALVE IS 0.5' 'LY OF PL 26 CENTER OF FIRE HYDRANT IS 2.0' SLY OF PL 27 ANGLE POINT OF ASPHALT IS 0.° 'LY OF PL 23 END OF 0.55' I E CURB IS 1.1' N'LY OF PL 3® CONCRETE WHEEL EL STOP 2.4' 'LY OF PL 31 CENTER OF 0.67'0 GUARD POST IS ON PL 32 CENTER OF 0,67'0 GUARD POST IS 0.3' S'LY OF PL 33 CONCRETE FOOTING FOR LIGHT STANDARD 1.3' N°LY OF PL 42 CONCRETE FOOTING FOR LIGHT STANDARD 2.' N'LY OF PL 44 CONCRETE FOR CUTOFF FENCE POST 4. ' S'LY OF PL 5 CONCRETE FOR CUTOFF FENCE POST" 4.9 SLY OF PL 130 1.5' O CONC LIGHT POLE BASE IS 1.' E'LY OF PL 131 ANGLE POINT IN CURB FACE IS 2.6' W'LY OF PL r 132 ,ANGLE POINT IN CURS FACE IS 1.7' WW'LY OF PL 1 ANGLE POINT IN CURB FACE IS 2.2' E'LY OF PL C141 135 END OF CARS FACE AT BACK OF WALK IS 3.2' W'LY OF PL 136 END OF CURB FACE AT BACK OF WALK IS 0.9' 'LY OF PL 137 ANGLE POINT IN SACK OF CURS IS 0.1' W'LY OF PL 133 CENTER OF 0.33' WIDE CONC. WALL END IS 0. ' W'LY OF PL 139 ANGLE POINT AT CL OF 0.33' WIDE CONC. WALL IS 0.5' 'LY OF PL r 14® 140 ANGLE POINT IN SACK OF WALK IS 1.1' W'LY OF PL 139 141 ANGLE POINT AT CL OF 0.33' WIDE CONC. WALL IS 0.7' W LY SD VAULT OF PL H14 ANGLE POINT IN SACK OF WALK IS 1.2 'LY OF PL 14 CENTER OF TELEPHONE VAULT IS 1.0' E'LY OF PL SPEED LIMIT 144EXTRUDED CURS 0.8' WIDE LOCATED ON PL 35 MPH 145 ANGLE POINT AT CL OF 0.33' WI E CORK. WALL IS 0.6' WW'LY 133 OF PL 31' W DRIVEWAY CON 146 .ANGLE POINT IN SACK OF WALK IS 1.1' 'LY OF PL r 135 147 ANGLE POINT AT CL OF 0.33' ICE CONC. WALL IS 0.7' W'LY 132 OF PL 131 143 ANGLE POINT IN BACK OF WALK IS 1.0' W'LY OF PL 130 149 CENTER OF CATCH BASIN IS 1.4' E°LY OF PL 150 ANGLE POINT IN CURB FACE IS 5.0' E'LY OF PL � 153 32' W DRIVEWAY - 136 in i ft"m f� 0.5'W X 0.4'H CURB r et LEVEL WW1 GROUND 7-- 13@7 STAIRS CENTER O TELEPHONE VAULT 3.7' N'LY OF PL CONC CAR RAMP \ •.� 0.6' W CUR ►�f#:1I�1,7slm METALHANDRAIL rr CONC 1.60 CONC SASE SEE SHEET 5 a 9 3 12 1 0 ' 10.0 Cl TY OF REN TON, KING COUN TK WA SHING TON Al � 153 32' W DRIVEWAY - 136 in i ft"m f� 0.5'W X 0.4'H CURB r et LEVEL WW1 GROUND 7-- 13@7 STAIRS CENTER O TELEPHONE VAULT 3.7' N'LY OF PL CONC CAR RAMP \ •.� 0.6' W CUR ►�f#:1I�1,7slm METALHANDRAIL rr CONC 1.60 CONC SASE SEE SHEET 5 a 9 3 12 1 0 ' 10.0 Cl TY OF REN TON, KING COUN TK WA SHING TON Al ja m �-Tl wjl�n 09 j ow" f f v 134 133 T� 150 CONS BASE A wffi m 20'W PUBLIC F21 >UTILITY EASEMENT AFN 9103110844 ■ 1.5' 0 CONC BASE 6' % SLATS. i, O ' H " 3-� FENCED AREA HAS er 6' H FECI 120 1.5'0 CONC BASE___,----"-- �,. & — P ��. EASEMENT Al _`_� +®+ ' H METAL HANDRAIL 74082602 ��+ +�- VACANT 1-STORY USED .{ __r-�-""rP�� AR SALES OFFICE c VC BUILDING m `L7 �< PAIN , 1 NO 1 ANGLE POINT IN CURB FACE IS 2.2' E'LY OF PL 135 END OF CURB FACE AT BACK OF WALK IS 3.2' WLY s OF PL YIELD---�-'"`� v e v g�yy . ' W CONC WALL Ov 2.7W X 6.2' L OUTLINE OF H/C RAMPS, STEPS .. DECK CONC BASE TYP w WATERLINE EASEMENT AFN Y RECORD OF SURVEY OR: CPSRTA CITYOFRENTON KING COUNTl WASHINGTON IXVL i E € € € =—L STOP € 2 € 45 VH 1/ 3j STRANDSOF € � SAFtSIRE (1') 6' FI �/ {} STRANDSOF ARSVUIRE (1t H) € �. 44 �,® 46 € ! 7 3' H X 3" POST 46 49 50 �c5i ! i € i LDG CGR IS LOCATED € i 02 INSIDE OF 0 � 14, i WATERLINE EASEMENT € WATERLINE AFN 7408260268 € EASEMENT � E € AFC E 10'W l3TILi 6 GGIUC € 7408260266 EASEMENT METAL CANOPY OVER € GC3NC AFN 8506060564 CONIC PAC?. PAC) HAS ENCLOSED AUTO € € PAINT SPRAYING SHOP � € € i i I € € € € € € i € SOUND € € COLLISION € € 10.00' i CENTER i 5 € i 10' W WATERLINE � { EASEMENT AFN € E 7408260268 2'0 SAS € i i1Bi € BLDG COR IS LOCATED 0.3'INSIDE OF WATERLINE Ar-!t si TO TRUCK CITY-, - METAL POSTS € € 22° W DOUBLE HEAT SWING GATE Vie/ € PUMP PLASTIC SLATS 0 62.50' i 0 { Q MI 1'T'#----- € 162.50' 0 �EE T- � I 162.5'W ELECTRIC POWER TRANSMISSION ; 0 Fil GL OF - M TELEPHONE/TELEGRAPH ¢ EASEMENT LINE EASEMENT AFN 3364759 � DESCRIPTION � s T AFN 3160315 m LOW I � � c 0 54 I # 7 I 0 � m 1 I m 0 }ON � 1 F 2 0 SASE 0 GONG SASE FOR ' 0 METAL # POWER POLES 6 0 T 0 ._ --- ,�--" ®—" k 67 0 63 (72)- 1 mg ON a m W } POWER TRANSMISSION :: TELEPHONE/TELEGRAPH LINE EASEMENT AFN 31603151 ME 0 i -_ _ / ol CANOPY 12 ELECTRIC i 20' Vi/ €� I�L�C m /// � 2 I t � 9 tt Oe.®- (;UN(; / L, PLUG rOf 164 0�� , -� DISTRIBUTION .. ��® 78 i4 .� �" 0.6'BELOW GRADE 0.8'W EXTRUDED --. EASEMENT OVER �ARCEL MAZDA SIGN us �t �CUR AFN 7407300476 .�®`'.1.5' e� An 1.0' �C)i t 165 �2 t®� ni I t 0#1 t m- LWO 15' SWING GATE - , .25' X 0.5' STEEL # i 0 POST 14' H I m I m 0